HomeMy WebLinkAboutBIN B-2 PERMIT 4214/4217
301 0"
4 X 4 P.T. P05T
elMPeON M6HA3.MI.Z~" OR EQUAL
HANGER eeCUREP TO UlAL.J.. UelNG
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6EAM TO 6LOCK LOCATIONe. 60LT
1"0 ee ~ !M~' FROM EPGE OF eLOCK
WITI-l MINIMUM 3000 pel POURED caL
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GARAGE 255
ENTRY !I&
FORCH 31
TOTAL. 1551&
THe CLIl:NT UNDERe1"ANDe THAT THE DeeIGNl:J"l CARRIEe NO L.IAeILlTY INWAANCE AND THEREFOI<E
AGI<fj;;e TO HOLD HARM1..E5e. IDEMNIFY. AND DEFEND DEe.IGNER FROM ALL CLAIMe. 1..0e.e.E6 AND
EXPENeee (INCLUDING REAeONAeLE ATTORNEY FEEe) ARI51NG OUT OF OR RE6UL.TING FROM THE
F'RO.IECT, THe DeeIGNl:J"l WILl.. IN a.OOD FAITl-l ATTeMPT TO F'I<OVIDe ERI<OR FReE CONetRUCTION
DRAUJ1Nue, 6UT IN Tl-l5 :vENT ERRORe OCC'.lR THE DEeluNS< WILL NOT eE LIA6LE FOR coeT OF
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NFPA & the City of Zephyrhills
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ENTRY 11&
FOF(CH 31
ARKAY ENaINl::l::RINa INC.
etRUcTURAI- ENalNEERe
ENGINEERED PLANS
Ol\T PICE
T~rAL.
1~~41&
FLOOR FLAN
1/4" = 1'0"
TOTAL. 1556
RICHARD L. KIDDEY P.E.
FLORIDA LlceNeE NUMBER 3'2~G>
II4ERBY CERTIl=Y TI-lAT THE~E PLAN& AND ~PECIl=tCAT10N~
UlA& PREPARED BY ME OR UNDER MY DIRECT eUPERvl~ION
ARE IN COMPLIANCE WtTi-l TI-lE FLORIDA BUiLDINa CODE 2001
FOR 110 MPI4 ( 3 eeCOND au6T ) UlIND ZONe - oao MPI-l FA6TE6T
eFEED
ALL WORK SHALL COYlPL Y \VlTH AlL
PRE V AlUNG CODES. FLORIDA BL:1LDING
CODE. NA TlONAL ELECTRIC CODE A.'\:
CIn OF ZEP; IY:',' ,., , ~ 0:',Dl'.:.'.' ::--I~
ALL EXTERIOR WALLe ACT Ae 6HEAR WALLe
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APPROVED
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BY ZEPHYRHILLS ED.
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ARKAY ENGINEERING INC.
eiRUCTURAJ.. ENGINEER&
RICHARD L. KIDDEY P.E.
FLORIDA LICEN8E NUM6ER 3-m~
I HER6Y CERTIFY Tl-lAr THEeE PLANe AND 6PECIFICArION&
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FLORIDA l-ICEN61! NUMeER )'~a. 4 OF 1
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db exTERIOR DBI. FLOOD
IN ACCORDANce WITH CHAPTER 411.003 m (I) OF TI-lE FLORIDA ADMINleTRATIVE CODE. ELECTRICAl.
PLUM61NG AND MECHANICAl. eye.TEMe. e.I-IALI. as DE&IGNEO ay TI-IS RE&PECTIVS CONTRACTOR TO
M,EET ALl. APPLICABLe CODE6. TI-le ELECTRICAL, PLUMBING AND MECI-tANICAI. eY6TEMe DRAWN I-lF-RON
ARe BAee UPON A DEelGN FROVIDgp BY THE OWNER TO ADDRE6& HI6/HER REGlUIREMENTe.
ALL ELECtRICAL OUlUTe IN BATI-lROOMe, KITCHEN, (WITHIN 6' FEET OR 6INK&>, GARAGe AND AT
EXiERIOR LOCATIONe eHAl.1. 6E WiRED INTO A "'ROUND FAUI.T INTERRUPTER ''''Fl" CIRCUIT
ALL eLeCtRICAL O'Jru:re IN BCOROOMe . FIXTURe& 61-lALL BI: WiRCP INTO AN ARC-FAUL T INTERRUPTER
· AFI" CIRCUIT
6MOKe DETECTORe aHALI. BE PLACE IN EACH BEDROOM AND IN 1-lALJ.. WA'f AREAe ADJACENT
TO BEDROOM AND OTHER LIVING AREAe
TI-IE CLIENT UNDER6TANDe TI-IAT TI-IE DE6IGNl:;R CARRIE6 NO L.IABILlrY INeURANCl: AND THERa=oRl:
A"'Reee TO HOLD I-lARMLEee, IDEMNIF'f, AND DEFEND DEelGNER FROM ALl.. CLAIM!!>, l06eE!!> AND
EXPEN€>E!!> (INeL.UDING REAeONABL.e ATroRNE'f FEEe) ARlelNG OUT OF OR REeUI. TING FROM Tl-le
FROJECT. THe DE6Ic.Nl:;R WilL. IN "'OOD FAITI-l ATTEMPT TO PROVIDE: ERROR FREe CONe.TRUCTION
DRA!.UIN",e, BUT iN THE evENT ERROR6 OCCUR TI-le DEolGl'IER WILL. NOT Be LIABLe FOR coeT OF
REPAIR6 OR DEl.AY TO Tl-le CONeTRUCTION
GROUND WIRe FORM REBAR TO ELECTRICAl.. PANEL. PER N.E.C.
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A~KAY ·
Gel'U=~AL NOTE8:
TI4I& aUILDING ~A& aEEN DE$IC;NED TO CONFORM TO TI4!! FLORIDA aUILDING CODe 2001.
ARKAY ENG!INEERING! INC, A REG!leTEREP LICEN6ED, FLORIDA PROFE6610NAL &iRUCTURAL
ENGINEERiNG COMPANY, HAe APPLiED' RATIONAl.. ANAJ..Y'ele" FOR THE eTRUCTURAJ.. DEelG!N
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T145 BUILDING ( INCLUDING! ALl.. COMPONENT& AND CLADDINC;& e>f-lALL aE DEelGNED FOR THE
FOU-OWiNG OOPERIMPOe.ED LOADe
FLOOR&,
LIVE LOAD& - 40 P.&.I".
DEAD LOADe - 10 p.e.l=.
aARAas &LA6,
LIVl= LOADe . so p.e.F.
DEAD LOADe . 10 p.e.F.
ROOF.
WIND,
LIVE LOADe (TRUee TOP CORD) - 20 p.e.F.
DEAD LOAD& (TRU6& TOP CORD) - 10 P.&.I". Ie} p.e.F. WHEN TILE ROOF INeTALLED
LIVE LOAD (TRUM 60TTOM CORD) . 10 p.e.F.
Ae.eUMED TRuee eELF WEIC;14T ( DEAD LOAD) . 1 p.e.F.
6U!LDING Ie DEe>IGNEP TO CONFORM TO AeCE v~c}. Cf-lAPTER 6>, PE~ FLQRIOA B'..l!LDING
CODE ~001 eECTION lrOO6>.I.1
WiND DEelu,N AeeUMPTIONe,
BUlLDINa EXP06URE . 6
6UILDING IMPORTANCE FACTOR" 1.0 (CATeu,ORY II)
MEAN ROOr: l-IEIGI4T ~O' OR LEM
HEIG!!-lT . ExPoeURE ADJ..I&TMENT& COEFFICIENT" 1.0
ENCLOeEP 6U1LDING!
iNTERNAl.. pREeeuR5 COEFI=ICIENT " + / - 0.16
eEl: WIND e>PEED INFORMATION &TATED ON PLANe
TYPE & CON&iRUCTION
eOIL SEAF<ING . COMPACTION:
THEee PLAN& WERE DRAWN SAeED UPON AN ALLOWABLE eOIJ.. BEARING! CAPACITY 01=
41000 p.e.F.( MINiMUM) THe: CONTRACTOR/PROPERTY OWNER 1& REepONel6LE FOR VERIFYING
THAT THE 60lL ON 11-IE ellE 1& PROPERl..Y PREPARED AND COMPACTEP 6UCf4 Tf-lAT IT CAN
eUPFORT A 41000 p.e.F. FOUNDATION LOADING!
ARKAY ENGINEERING INC: A REG!leTEReD J..ICENeeD FLORIDA PROFEeelONAL eTRUCTURAL
ENu,INE!:.RINu, COMPANY, DEelC1NED Tf4EeE FOUNDATIONe WITHOUT VlelTING 11-IE CON&TRUCT10N
enE NOR PE~FORMING! ANY ~OIL TE~TING!
ARKAY ENC1INEERING! INC ef4AU- NOT 6E RE6PONel6LE FOR THE elTE 6011. A61LITY TO 6UPPORT
T~e BUILDING LOADe
FOUNDATION . eLA6 - ON- GRADE NOTee =
aUlLDING elT!! el-lALL ae eCRAPED TO REMove ALl.. ORCiANIC MATERIALe,.
ANY ADDITIONAl.. FILL PLACED ON TI-lE BUILDING PAD AREA, el-lALL ee COMPACTi:D
~UCf4 Tf-lAT IT CAN ADEaUATEl-Y eUPPORT A 41000 p.e.F. FOUNDATION LOADING!. eLA6
e~ALL BE PLACE OVER A 1& MIL VAPOR aARRIER ON CLEAN ADEQUATE1-Y COMPACTEO
AND TERMITe POleONED 60IL
CONCRETe UTILIZED IN THE FOUNDATION AND eLAe& eHALl.. HAVE A MINIMUM 2e. DAY
COMPREeelVE eTRENG!TI1 OF ~~ p.e.F.
REINFORCING! eTE!:L &I-lALL ee 6RADe 40 MINIMUM AND IDENTIFIED IN ACCORDANce
WITI1 AeTM A .e.\:;. LAP &PLICEe, Wt-lERe REQUiRED et-lALL ae A MINIMUM OF ~~M FOR
" REBAR , ~o' FOR '1& REBAR . ~," FOR ., REBAR
PLANe ARE ENCiINEERED FOR A MAXiMUM &TEMWALl. I-!EIC;14T OF 4 COUReEe ( AFTER
FINAL elTl! 6RADINa) THe CONTRACTOR OR 6UILDING! OWNER 61-lAU- DETERMINe THE
EXACT eTEMWALL f.lEIG!l-4T 6Aee UPON elTe CONDITIONe PRIOR TO POURING! THe FOUNDATION
AND CONTACT ARKAY ENG!INEERING WHEN MORE Tf-lAN 4 COURee ARe REQUIRED
A FOUNDATION eURVEY el-lALL ee P!:.RFORMEO AND A COpy OF Tl-le 6URV5'l" ef-lAU- ae ON elTe
FOR THe aUlLDING INePECTORe uee , OR ALL PROPERTY MARKERe el-lALL ee EXPOe.ED AND A
eTRING eTRECTeD FROM MARKER TO MARKER TO VERFIY REQUIReD eET eACKe
MAeONRY WALLe:
CONCReTE MAeONRY UNIT el-lALJ.. BE 110LLOW UNIT MAeONRY IN ACCORDANCE WITH AeTM C-~O
AND eI-lAL.L I-lAve MINIMUM F'M OF 1&00 p.e.I.
MORT AR ~ALL CONFORM TO AeTMC -210 AND ef-lAL1- eE EITHER TYPE: M OR e
REINFORCING! eTE!:L eI-lAL.L ee 6RADE 40 MINIMUM AND IDENTIFlEO IN ACCORDANce
WITf4 AeTMA.6>l~, LAP ePLICEe WHERE REQUIRED ef-lALL BE A MiNIMUM 01= 41!;" FOR tS REBAR
~o' FOR '1& REaAR AND ~&' FOR ., REBAR,
C;ROUT FOR Tl-ie POURl:D CEL1-e AND L1NTEL& ef-lALJ.. ~AVE A MAXIMUM COURee AGGREGATe elze
OF ~/~' PL.ACED AT e} TO 11 INCf4 eL.UMP AND f-lAVE A MINIMUM 26 DAY COMPREeelVE eTRENaTH OF
2000 p.e.l. ( WI-IEN TEeTED PER A&TM C.IOI~ )
PROVIDJ: CLEAN OUT OPENINu,& ( 12 ea. IN. ) IN CEl-L& CONTAINING ePLICED REINFORCEMENT. WHEN
TI-IJ: C1ROUT POUR EXC!:EDe & FEeT IN f.lEIC1HT
f<OOt=IN6 . FLAe~INGe:
ROOFING! 6yeTEM AND FLAeI-lINa, A& eTATED IN pL.ANe MU&T CONFORM TO CI-lAPTER I:) OF THE FLORIDA
BUilDING! CODE 2001. FL.AeI-lING! ePECIFIC eECTION IS01.3.ca CONTRACTOR OR OWN!:.R l'1UeT PROVIDE WITH
PLANe ePECIFIC PRODUCT INFORMATION DETAILINa, INeTALLATION OF PRODUCT TO MEET WIND DEelG!Ne
OF Tl-lle eeT OF DRAWINa,&.
TIM8ER MA TE::RIALes
AU- TIMeERe MATERIALe el-lAU- ee Ae FOu-owe,
L.VL eEAMe el-4AL.L ee: (1.~EJ MCALLI&TER LVL MAT!:.RIAL.e MANUFACTURED 6Y TRuee JOI&T
MACMILLAN ( OR EaUAL)
LUM6ER UT!L!ZED IN BOTTOM PLATE, TOP PLATE& ,PoeT, eTUDe PACKe AND 6EAMe
ef-lALJ.. BE '2 YELLOW PINE (OR BETTER)
eXTERIOR AND INTERIOR LOAD aEARING eTUDe ef-lALl.. 6E t2 ePRUCE ( OR eeTTER)
AU- OTHER eTUDe eHAU- eE "&TUD "'RADE" e,PRUCE ePACE 16" OC. AU- epl-lce& AT
TOP PL.ATE MueT BE MINIMUM 4'0" AND NAIL.EO 4" OC WITI-! 1;10 COMMON NAIL.e
pel. PoeT ef-lALL B5 (1.~E) PARALLAM peL. MATERIALe MANUFACTUREe 6Y TRueeJOieT
MACMILLAN ( OR EQUAL.). eEE PoeT e.UPPORT TAeLE FOR LOAD VALUEe-.
EXTERIOR WALLe E!of-lALL BE CONeTRUCTEP WITI-l 1/2" PI. YUJOOD OR 1/10' 0.&.6. ( 2-M-W RATING!) NAILED
WITI-I eD NA!L& e.PACE AT 3' OC AL.ONG! AI-L l-lOR/ZONTAL JOINTe. AND EPG!E&, 6>" OC ALONG! ALL VERTICAL
JOINT5 AND !:DGee AND 12' OC AlONG All. INTERMEDIATE eTUDe
AT OPENINGe "OM WIDE OR LAR6ER eTRAP !-lEADER BEAM TO T14e H!!AD!:.R eTUDe l.lJiTI-l (2) ue,p OR $IMP&ON
L&TA24 eTRAP TIEe AT EACf4 END OF I-lEADER BEAM. ANCHOR 60TTOM 01= H!!ADER eTUDe TO FOUNDATION
WITH uep OR elMP!;oN 14TT16 TENE!oION TIE..
INTERIOR eTUD WAu-e TO Be OF 2 X 4 '2 ePRuce OR BETTER WITf.l elNGLe 2 X 4 P.T.
PINE BOTTOM PLATE AND E!oING!Le 2 X 4 W2 ePRUCE TOP PLATE WITH e.TUDe e,PACED
MAXIMUM 24M OC. WAL.L.e TO l-4AVE 1/2" a,YP6UM BOARD EACH eIDE, WITI-I WAu-e AT
CiARAGe TO ~Ave MINIMUM R.II INeULATION
ANCf40R WOOD ef4EAR WAu-e eE:G!MENTe TO FOUNDATION WITI-I &IMP50N LTT20a n~NeION Tie AT !!ACf4
END OF WALL eECIIMENT& AND AT ANY WALL eEC1MENT INTEReECTION ( BUILDING CORNERE!o)
ALl.. PLUMe lNG, ELECTRICAl.. AND MECI-lANICAI.. ROUGf4 IN& MU&T ae COMPLeTe, IN&peCTeD AND APPROVED
PRIOR TO R!:GU!:eTING THE F-RAMINa, INep!:CTION,
Ir: DEe.:RED. EQUIVAlENT CONNECTORe MADE 6Y ANOTHER euPpLlER MAY aE ueED IN PLAce OF Tl4e
uep OR eIMP&ON CONNECTORe el-lOWN
TI-l5 CLIENT UNDER~TAND& T!-lAT 11-IE DEe.IGoNE~ CARRIE& NO LIA61l-ITY INeuRANc5 AND T!-lEl'i:Ef'ORE
Ac.REE& TO 140LD I-!ARMLEee., IDEMN:FY, AND DEFEND DE&IC1NER !"ROM AU. CLAIM&, LoeeEe AND
EXPENeE& (lNCLUDINa REA&ONAeLE ATTORNEY FEE!)) ARI61Na OUT 01" OR REeuLTINa FROM Tf.lE
PROJECT. TI-lE DEe.IGoNER WILl.. IN GoOOD FAITH ATTeMpT TO PROVIDE ERRO~ FREE CON&TRUCT10N
DRA'.l!INc"e, BUT iN THE EVENT ERRORe OCCl,lR TI-lE DE€>Iu,NER WIU- NOT Be LIABLE FOR coeT OF
RePAIRe. OR DELAY TO TI-le CONeiRUCTION
eOIL TERMITe TReATMeNTs
INITIAL &011. POl60NINCi TREATMeNT e~AU- 6e DONe AFTER ALL EXCAvATION
eACKFIL.l..ING. COMPACTING ARE COMPLeTe (PER Fee 1&16.1.1)
ANY eOIL DI&TUR6ED AFTER THE INITIAl.. TREATMENT el-lALJ.. 6E RE TREATED
( INCLUDING ANY eoxEP OR FORMED AREA&) (PER F6C 1~161.2.)
aOXED AREA& IN THE CONCRETe e.LAa FOR INeTALLATlON OF TRAP& el-lALl.. Be MADE
WITI-! PERMAMENT METAL OR pl..AeTIC FORM&. PERMAMENT FORM& MueT BE OF AN ADeQUATe
&IZE . DEPTI-I TO eLIMINATE ANY DleTUReANCE OF THE 50lL AFTER THE INITtAL TREATMJ:NT
(PER Fac \~1~.1.3)
A MINIMUM 6 MIlL vAFOR 6ARRIER MU&T es INeTAU-eD TO PROTIECT AGAINeT RAINFALL
DilUTION IF RAINFALl.. OCCUR& aEfOR5 VAPOR 6AARIER PlACEMENT, RE TReATMENT el-lALJ..
6e: ReaUIRED (PER Fec laI6.1,4)
AlL 6U1LDINu,e ARE REQUIREP TO f4AVE A PRE CONeTRUCTION T!:.RMrrE TREATMENT
(PER F6Cle}16.1,1)
AFTER ALl.. WORK Ie COMPLETE ANY LOOeE WOOD ANO Fill. MueT eE REMOVED FROM
BEl-OW AND WITH IN 12" OF THE 6UILDING. THle ef-lALJ.. INCLUDE ALl.. C;RADe &TAKE& TUa
TRAP BOXEe, FORMe, ef40RING ANt> ANY OTHER CEllULOeE CONTAINING MATERIALe
(PER Fec 41~3.1.3)
NO WOOD VEG!eTAT10N, eTUMP&. CARDeOARD. TRAe.f.I, eTC. 6f4AU- ee 6URIED WITHIN 1S' 0'
Or: ANY aU!LDING OR PROPoeeD eUILDINa, (PER F6C 230~1.4)
ANY CONCRETe OVER POUR MORTAR OR erucco MATERIALe ALONG THe FOUNDATION PERIMETER
MueT ae REMOVED PRIOR TO EXTERIOR eOIL TReATMENT (PER F6C lal~.1.')
EXTERIOR WIL TREATMENT MueT Be: APPLIED UNDER ALL EXTERIOR CONCRETe: OR u,RADE
WITHIN 12" OF THE eTRUCTURe &IDE WAL.Le (PER F6C leI6.1.6>)
AN EXT!:.RIOR V!:.RTICAl.. Cf4EM1CAl.. aARRIER el-lAU- 6E IN&TALlED AFTER CONeTRUCTION 1&
COMPLETE ( INCLUDINCi LANDeCAPING AND IRRIGATION) ANY 6011.. DleTURaED AFTER THE
VERTICAL BARRIER 1& APPL.IEO. el-lAL.l.. eE RETREATED (PER F6C le16.I.o)
IRRIGATION / ePRINKlER eY&TEM& INCLUOINCi ALL RleERe AND ePRAY HEADe el-lALL NOT Be
INeT ALL.EP WITI-I 12' OF THE 6UILOING! eIDEUJAu-e (P!:.R FeC lS03.4.4)
CONDENeATE AND ROOF DOWN 6POUTe Dlecf4ARu,E AT LEAeT 12" AWAY FROM THe 6UILDINCi
elDE WALLe (PER F6C lro'.4.4)
THE DleTANCE FROM Tl-le EXTERIOR WAlL COVERINCi ( EXCEPTIONe, PAINT AND DECORATIVE
CEMENTITloue FINlel-! Leee Tl-lAN M~' THICK AD!-l!:.RED DIR!:CTl-Y ONTO THE FOUNDATION WALU
AND FINAl.. EARTIol GRADE ef4AlJ.. NOT ae LEee Tf-lAN 6" TO ALl..OW FOR INePECTlON FOR A.lTURE
TERMITE INFE6TATIONe. (PER F6C 140.U6)
A" CERTIFICATE OF COMPLIANCE" ef-lALL 6E leeuED TO THE 6UILDING! DEPARTMENT 6Y A L.JCENeED
PEeT CONTROL COMPANY 6EFORE A " CERTIFICATE OF OCCUPANCY WILl.. aE le.euEO. THE CERTIFICATE
&l-IAL.L &TATE. (PER Fac 1&1'.1.')
" Tl-le 6UILDING I-lAe ReCEIVED A COMPLETE TREATMENT FOR Tl-IE PREVENTION OF euaTERRANEAN
TERMITEe. THe: TREATMENT Ie INACCORDANCI! WITI-! THe: RULEe AND LAWe OF THE FLORIDA DEPARTMENT
OF AG!RICUl.. TURE AND CONeUM!:.Re eERVlcee
A PERMAMENT elG!N Tf-lAT IDENTIFIE& THE TERMITE TREATMENT PROVIDER AND NEED FOR RE INePECTION
AND TREATMENT CONTRACT RENEWAl.. eI-lAL.L eE PROVIDED. THE elG!N ef-lALL BE POeTED NEAR THE WATER
l-IEATER OR ELECTRICAL PANEL (PER Fee 104.2.6).
TRueeee:
IF THE CONTRACTOR , TRUe& MANUFACTURE OR ANY OTHER DEelGN PROFEeelONAL REVlee: THE
TRuee &Y'eTEM LAYOUT FROM TI-lOeE el-lOWN ON THEeE PLAN& ARKAY ENG!INEERING!. INC Ie
REaUIREP TO REVIEW ALL. FINAL CONeTRUCTION DOCUMENTe FOR COMPLIANCE WITH TI-lE
D!:elu,N INTENT PRIOR TO COMMENCEMENT OF TI-IE PRO..JECT
EXTERIOR WINDOW~ . DOORes
ALl.. EXTERIOR WINDOU.I& . C;LA6e DOOR& OR ENTRANce DOOR el-lALI.. Be TEeTED IN ACCORDANce WITI-!
ANe.IIAMMAlNWWDA 10111&2 &TANDARD AND BEAR AN AMMA OR WDMA LAeEl- IDENTIFYING! Tl-le MANUFACTURE
PERFORMANce Cf-lARACT!:.RleTICe AND APPROVEO PRODUCT TEeTING! ENTITY
AL.L MULLION& ANt:> ADJACENT DOOR/WINDOW AeeEM6LIE& el-lAU- es Te&T OR ENG!INEEREP TO TRANeFER
1.& TiMEe THE DEelG!N LOAD& TO THE ROUGIf4 OPENING! eUe&TRATE
INeTALl.. AL.L WINDowe AND DOOR Ae5EM6LIE& PER THe MANUl=ACTURE ANCHORING RECOMMENDATIONe
TO ACHIEVe Tl-IE DEelGN PREeeuREe ePECIFIED
ELECTRICAL, PLUMBING, . MEC~ANICALs
IN ACCORDANce WITI-I CHAPTER 411.00' (2) (I) OF THE FLORIDA ADMINJeTRATIVE CODE, eLECTRICAL
PLUM61NCi AND MECHANICAl.. &Y'&TeMe &I-lALL. BE DEelCiNED 6Y THE RE6PECTIVE CONTRACTOR TO
M,EET ALL APPLICA6LE CODE&. THE aECTRICAL, PLUM6INa, AND MECf-lANICAL. eYeTEMe DRAWN HERON
ARE 6Aee UPON A DE&Iu,N PROVIDED 6Y THe OWNER TO ADDRee& I-II&/HER REGlUIREMENTe.
AU- El..ECTRICAL OUTL.ETe IN 6ATI-IROOM&, KITCHEN. (WITHIN 6' FEET OR eINK&), aARAa,E AND AT
EXTERIOR LOCATIONe eHALL. Be WIRED INTO A 6ROUND FAULT INTERRUPTER 'G!FIM CIRCUIT
ALL El-ECTRICAL OUTlETe IN BEOROOMe . FIXTUREe. el-lALL ae WIRED INTO AN ARC..MUL T INTERRUPTER
"AFt' CIRCUIT
~MOKe DETECTORe el-lALL BE PLAce IN EACI-I eEDROOM AND
IN I-IAlJ.. WAY AREA& ADJACENT TO aEOROOM AND OTHER LIVING
AREAe
eAF=ETY GLAZING:
11-IE FOLLOWING! el-lAU- BE CONeID!:.RED ePECIFIC HAZARDOU& L.OCATION FOR THE PURFoee OF
GLAZING!
(1) u,LAZING IN eWING POORe. FIXED AND el..lDING PANEl. OF el..lDING POORe
AeeeMellE&
(2) CiLAZING IN DOOR& ANO ENCLO&uREe FOR I40T TUee, WHIRJ..PooL&, &AUNAe, &TEAM
ROOMe, BATHTU6e AND el-lOW!:.R&. G!LAZING! IN ANY PORTION OF A BUIL.DING! WALL
ENCLO&ING THEeE COMPARTMENTe WHERE THE aOTTOM EPu,E OF TI4E u,LAZING! Ie LEee
THAN rOO' ABOVE THE DRAIN INLET
()) a,I..AZING!IN INDiViDUAL FIXEP OR OPERA6Le PANEl. ADJACENT A DOOR UJI-lERE
Tl-le NEAREeT VERTICAL EDa,e Ie WITHIN A 24M RADIU& OF THE DOOR IN A CLOeED
PO&ITION AND UJ~ee eoTTOM EDGe Ie LEee Tl-lAN e.oM A60VE TI-IE FINlel1 FLOOR OR
WALKING 6URFACE
(4) a,LAZING! IN AN INDIVIDUAL FIXED OR OPERAeLe PANeL OTI4~ Tl-lAN THoee LOCATIONe
DEecRI6eD IN ITEMe (2) AND (3) AeOVE . THAT MW& ALL OF THE FOLLOWING
(A) EXPOeEP AREA OF AN INDIVIDUAl.. PANE 6REATER THAN ca &Q, FT.
(6) aOTTOM EDGE Lee& Tf-lAN laM ABOVE Tl-IE FLOOR
(C) TOP EOu,E 6REATER Tf-lAN ~6" ABOVE THe FLOOR
(D) ONE OR MORE WALKING! 6URFACE& WITHIN ~6' HORIZONTAU-Y
OF THe PLANE OF THE C;LAZING
DRAFTeTOPPING:
IN eING!L.E FAMILY DWEl-l..lNu.&, DRAFi&TOPPINu,& ef-lAU- BE PROVIDEP ( PARAL.L.El- TO THe MAIN
FRAMING! MEMe!:.Re) IN FLOOR / CEILINa, AeeEM61..IE& eePARATING ueEAeLB e,PACEe.. DRAFT&TOF'PINGif
ef-lALL 6E CON&TRUCTED eucf4 T1-lAT THe FLOOR / CEIJ..ING Me.EMeLEY 1& BROKEN UP INTO T1J.IO OR MOR!
APPROXIMATeD AREAe WITI-I NO AREA a.REAT~ TI-lAN roo ea.FT.
ATTIC ACCeee=
ATTIC ePAcee ef-lALL BE PROVIDEP WITH AN INTERIOR ACCEe& OPENING NOT L.Ee& Tf-lAN
n'x~". ACCEe& OPENING ef-lALL. ee: ACCEeel6LE AND PROVIDE WITf-l A LID OR DEVice
THAT Ie EAell..Y REMOVEP OR OPENED. WHEN MEC14AN1CAL EGlUIPMENT Ie IN&TAlLED 11'4
TI4E ATTIC, IT ~AL.L ee INeTALLED IN ACCORDANCE WITI4 MECI-lANICAI.. CODE,
ACCEee 1& NOT REQUIRED WI4EN TI4E CLEAR HEIGHT OF THE ATTIC ePACE , MEAe.UReD
AT THe ROOF PEAK Ie L.Eee TI-IAN 24'.
112" CDX OR VI6>' 066 ROOF ef4EATI1ING!
NAILeD ~. OC ON ALL EDGe& ANO IN TI4E
FIEI.D WIT1-l eD NAILe, weE eTEEI. PI.. YCL.IP& I
AND ." Fa. T WtTI-I ef4INGI..E&, RIDGoe VENT
A& REGlUIRED
~E (1) 61MPWN l-IET A20 TRU&e eTRAP
POI.lREP IN LINTEl. AT AU. TRue& 6EARING
LOCA T1ON6 EXCEPT A6 NOTEO ON TRU6&
Pl..AN. FilL All HAIL.e HO\..E& WITIi 100 X
I V2" NAIL&
't
.,
p
LINTEL. LOAD C~ART ( I~" DEEP eE(+;TION )
ClEAR ~P AN CONCRETE U liNTEL "pOWERM &iEEL ~ 'POWER" eTE!L
eox WNTEL
" ..
I' - 6" 4~&' PLF ( UNFILLED ) 1010 PI-l= L-2 ~e6~ PLl=
-
2' - 2" 34~' PL.P ( UNFILJ..eD ) ~~26 pJ..P 1.-2 , 6&30 PI.F
2' . 8" 2m pLF ( UNFIU-'=P ) &2~6 PLF 1..-2 &549 PI.F
3' - 2" 2332 PLF ( UNFILLED ) 4~& PLF 1..-2 46'3 PLF
4' - 0' 1&3' PLF ( UNFILLED ) 3'3' PI.F 1..2 36~~ PI.F
4' - 6" 1~24 Pl.F ( UNFILl..ED ) 3154 PI.F 1..-2 :ne& PlF
!7' .2" 2139 pJ..P ., 2146 PI.F L-2 .. 2e64 PLP ..
f
6' - 2" 2111 Pl.F .. me PJ..P L-2 .. 2400 PU= ..
" - O. 19a1 PLF .. :/025 PJ..l= 1.-2 .. 2114 PJ..F ..
&' - o. t123 FLF .. MI&& FI..P L-2 .. 2213 PI-P ..
g' - 2" 14a~ PJ..F .. 11545 PU= 1...2 .. 19a4 PJ..F ..
10' . 0" 1354 Pl.;: .. 14!4 PU= L-2 .. lal9 PLF ..
10'. a" 12" PLF .. 132' PLF L-2 .. \110 PLF ..
II' - 2" 1200 PLF .. 1230 PJ..F 1.-2 .. 1629 PI.F ..
12' - 0" 110~ PJ..F ,. 111& PI.F 1...2 .. 1'15 PJ..F ..
12' - e" 1044 PLF .. 1I1~ PI.F 1...2 .. 1436 PLF ..
13' - 4" 13~a PJ..F .. P 13a1 PJ..F 1.-2 .. ~l - I 1364 PlF ..
14' - 0" 1321 PU= .. P 1321 PI.F 1...2 .. &1.. - 1 ~~ PJ..F ..
16' - 0" 1152 PJ..F .. P 104& PU= 1.-2 .. 61. - I 1131 PLF ..
la' - 0" 1O!6 PLF .. P &2& PLF 1.-2 .. &1- - I ~600 PLF ..
la'.- a" ~1' PJ..F" P 110 pl.F 1..2 .. &1. - I &~3 PJ..F"
20' - 0" &16 PJ..F" P ~2~ P!.F 1.-2 .. el. - I 184 pI.F"
n' - &" 18e PI.F" P 5023 P!.F 1...2 .. e.L - I 6006 PI.F"
2><4 OR 2><6 WOOO 0013 WITH J
ALUMINUM e.oFFIT AND FAC&IA
TRIM
eEe J..INTa CI-lART
ALUMN &.I-!. WINDOUJ6
MA60NRY elu.&
MIN R-n IN6ULA TION
IN AL.L ATTIC AREA&
~
~ V2' CEILIN<> TYPE <>YFOUM 60AAP
6ING!I-E 60ND aEAM WI11-I (1) -,
REBAR CONTINuoue TIED TO ALL
VERTICAl.. RODe
3/4" P.T. RJRiNG WtTI-I ~/4' TUfF R
INeuLATION BOARD AND In" u,YP&UM
e' eL.OCK WAU- &'0' IN I-4Elu,I-IT
PECORAT"'E CEMENTIT""O FlNI'" ~
10 X 12' FOOTlNu,& WITH
(2) .~ REBAR ON CI-lAIRe
TYPICAL 4" CONCReTE e.LA6 WITI4 WIRE MEef4
OR FleER MEef4 AND 6 MILL VleGUEEN OVER
CL.EAN COMPACT TERMITe TREATEP 60IL
C;ROUND WIRE TO
FOOTING REaAR
eoTTOM OF FOUNDATION
MINIMUM 12" Baow C;RADE
., VERTICAl.. RODe FROM
FOOTINGe TO BOND BEAM
WITl-l 24" LAP MINIMUM
.. - D!:NOTE& .~ REeAR X CONT. PLACED IN 6OTiOM COUR&E AND
16M DEep 6EAM pOURED e.Ol.ID 1IJ1ll4 2500 pel CONCReTe.
8' 0" BLOCK WALL DETAIL NOT TO eCALE
t' P - D!:NOTE& pRE &iREee.EO U l.INTEL lIJIll4 .S REeAR X CONT.
PLACED IN 60TiOM COURee . 16" DEEp 6EAM POURl:D 001..10
WItH 2;00 POI CON""ErE M
~
e" x e" x t~" KNOCK OUT~~~LOCK
" ,I
TOP COA~~E WIT~ 1 is HO IZONT AL
" ~E6AR TIED TO ALL VERI CAL RODo
~~/"
. '.
.~
INT &TUD WAU-
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